指出横隔梁钢模板斜角设计是错位控制的主要措施之一。
It is pointed out that cross diaphragm oblique Angle design is one of the key means of controlling the dislocation.
曾有专家对这种施工方法中横隔梁的预应力储备提出质疑。
Some experts once suspected that the reserve pre-stresses in the lateral beams are not enough.
根据这一结论，对该桥主要采取了增加跨中横隔梁的加固措施。
With the conclusion, diaphragms were added as one of the strengthening measures.
其分析主要包括：箱梁顶板的横向受力分析以及箱内横隔梁的横向受力分析。
The primary of the analysis include the lateral force in the top deck of box girder and the lateral force of the diaphragm beam on the pier.
其分析主要包括：箱梁顶板的横向受力分析以及箱内横隔梁的横向受力分析。
Diaphragm beam is the important part of a bridge, which makes the vertical beam and cross beam work together.
该文介绍了箱梁墩台截面处横隔梁计算的简化方法，并与较精确的梁格法计算结果进行比较。
The paper introduces the simplified calculation method of diaphragm beam section of box beam at piers and abutments.
提出宽横隔梁的设计思路，这种方法与斜横隔梁相比设计和施工都较为方便，受力较为明确。
The design thought for wide diaphragm beam is put forward. Compared with oblique diaphragm beam, the design and construction are more convenient and the force is clearer.
其中针对横隔梁的计算提出了几种合理有效的计算方法，同时着重阐述了横隔梁的预应力储备问题。
Also propose some rational and effective calculation methods about cross beam calculation, and expound the problem of prestress reserve.
为准确而全面地把握横隔梁的受力特性，结合具体算例，对箱梁横隔梁的受力特性进行了分析，指出了横梁常规计算方法的缺陷，并提出了一种新的计算模型。
A calculation model and method of the cross slab in the box girder is obtained by the bridge 3D-analysis of the continuous concrete box girder under dead and live load.
本文所研究的上下行分层矮斜拉连续箱梁桥属于无横隔板的双层新型结构。
In this thesis a new double decked, separating up and down vehicles, non-diaphragm and partially cable-stayed bridge structure is presented.
增设箱梁横隔板可以增大这种结构的横向抗弯刚度，改善其受力性能。
Setting transverse diaphragm may remarkably increase the bending rigidity of the structure and improve its stress performance.
文章分析了梁的内力分布和跨中横隔板的作用。所编程序可用于由薄板构成的名种类型的空间结构分析。
The paper also describes the effects of midspan cross diaphragm on stress distribution and deformation of such girders.
主要研究了曲率半径、宽跨比、高宽比、腹板厚度、加劲肋数量、横隔板间距等结构参数对曲线钢箱梁承载力和变形特性的影响。
The major parameters including the curvature radius, the ratio of height to span, the ratio of height to width, the thickness of web, the stiffener density and the diaphragm density are studied.
研究横隔板间距对悬挑箱梁畸变的影响 。
Research on Diaphragm Distance of Box Girder with Corrugated Steel Webs;
研究横隔板间距对悬挑箱梁畸变的影响 。
Research on Diaphragm Distance of Box Girder with Corrugated Steel Webs;
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